CN203382597U - Industrial wastewater treatment flocculation and sedimentation device - Google Patents
Industrial wastewater treatment flocculation and sedimentation device Download PDFInfo
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- CN203382597U CN203382597U CN201320447096.7U CN201320447096U CN203382597U CN 203382597 U CN203382597 U CN 203382597U CN 201320447096 U CN201320447096 U CN 201320447096U CN 203382597 U CN203382597 U CN 203382597U
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- flocculation
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- flocculation basin
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- Separation Of Suspended Particles By Flocculating Agents (AREA)
- Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)
Abstract
The utility model relates to an industrial wastewater treatment flocculation and sedimentation device. The industrial wastewater treatment flocculation and sedimentation device aims at solving the technical problems of poor flocculation effect, difficulty in adaptation to changes in water quality and water quantity, easiness in causing sludge accumulation at an outlet and non-uniform outlet flow distribution of a flocculation device. The device comprises a flocculation tank and a sedimentation tank, wherein the flocculation tank comprises a water outlet aeration chamber and at least three flocculation tank units, stirrers are mounted in the flocculation tank units, the flocculation tank units are provided with corresponding water outlets/water inlets, an aeration pipe is mounted in the water outlet aeration chamber, and diversion wall holes are uniformly distributed in a water outlet diversion wall. The industrial wastewater treatment flocculation and sedimentation device provided by the utility model can enable wastewater entering the device to form a rotational flow, increase effective collision of particles in a water body by a tortuous flow, achieve a better flocculation effect and remove suspended matters in the water body in high efficiency. The industrial wastewater treatment flocculation and sedimentation device provided by the utility model has a simple structure, can adapt to changes in water quality and water quantity, is less prone to causing the sludge accumulation at the outlet, enables the flocculation outlet flow distribution to be uniform, and realizes a good wastewater treatment effect.
Description
Technical field
The utility model relates to a kind of Industrial Wastewater Treatment flocculation deposition apparatus, belongs to the Industrial Wastewater Treatment field.
Background technology
Trade effluent has become one of main waste water existed in modern industry production, and a large amount of trade effluents must effectively be processed, and to remove the pollutent in water, reaches corresponding discharging standards, avoids contaminate environment.More with suspended substance and colloidal particle in such waste water, settling tank precipitation and filtration process in actual production also can only be removed the suspended particle of certain particle size range, also should add the flocculation medicament, by flocculation sediment, process, make the suspended substance colloid of the dispersion in waste water form precipitation, thereby remove fine suspension and colloidal particle in waste water.As practical novel C N 202822882 U, comprise the pond body and be arranged at the pond body and be attached thereto water-in, water outlet, shore pipe and the evacuated tube connect, be arranged at stirrer, thrust-augmenting nozzle, inclined tube and the water leg of body inside, pond, be arranged at agitator motor and the frame support means at Ti Nei top, pond, exist flocculation basin to be difficult to adapt to the variation of water quality, the water yield, the shortcoming such as the easy broken flocculating effect of the wadding grain of formation is poor, the easy deposition in exit, water flow are difficult to distributed uniform and flocculation basin complex structure, construction costs be higher.
The utility model content
Technical problem to be solved in the utility model be to provide a kind of simple in structure, flocculating effect good, the industrial waste water disposal device of water flow distributed uniform.
For solving the problems of the technologies described above, the utility model by the following technical solutions:
A kind of Industrial Wastewater Treatment flocculation deposition apparatus, it comprises flocculation basin and settling tank, this flocculation basin comprises water outlet solarization air cell, at least three flocculation basin unit, described flocculation basin unit is connected successively, in each flocculation basin unit, agitator all is installed, and each flocculation basin unit is provided with corresponding water outlet/water-in, each flocculation basin unit so that pending trade effluent is flowed through successively, described water outlet solarization air cell is in close proximity to described flocculation basin unit, for receiving the flocculation sewage flowed out from the flocculation basin unit, a side of this water outlet solarization air cell water outlet training wall that is set to flocculate.
Described flocculation basin unit volume equates.
Described agitator consists of the stirring rake of motor and equidistant distribution on axle.
Described each water outlet/water-in is arranged at bottom or the top of each flocculation basin unit accordingly, and height is interspersed successively.
There is aeration tube at described solarization air cell center, runs through this solarization air cell bottom.
Described flocculation water outlet training wall is uniformly distributed the water conservancy diversion porthole.
The utlity model has following positive beneficial effect:
Constructional device is simple, can improve water body flocculation reaction condition, improves particle contact flocculation effect, can adapt to the variation of water quality and quantity, and exit is difficult for deposition, flocculation water flow distributed uniform.
The accompanying drawing explanation
The vertical view that Fig. 1 is a kind of Industrial Wastewater Treatment flocculation deposition apparatus;
The cross-sectional view that Fig. 2 is flocculation basin in Fig. 1;
The structural representation that Fig. 3 is flocculation water outlet training wall in Fig. 1.
Concrete nomenclature is as follows: Er,3-unit, Yi,2-unit, 1-unit three, and 4-water outlet one, 5-water outlet two,
6-water outlet three, the 7-agitator, the 8-water outlet solarization air cell of flocculating, the 9-aeration tube,
10-flocculation water outlet training wall, 11-water conservancy diversion porthole.
Embodiment
Below in conjunction with accompanying drawing and by embodiment, the utility model is described in further detail.
1 one kinds of Industrial Wastewater Treatment flocculation deposition apparatus of embodiment, as Fig. 1, shown in 2 and 3, the Industrial Wastewater Treatment flocculation deposition apparatus comprises flocculation basin and settling tank, described flocculation basin comprises at least three unit that volume is equal, be followed successively by unit 1, unit 22, unit 33 and flocculation water outlet solarization air cell 8, described flocculation is all installed agitator 7 in unit, agitator 7 is with motor and stirring arm, stirring arm equidistantly distributes on axle, can be according to the flocculation waste water quality, the stirring intensity of each flocculation unit is regulated in the variation of the water yield at any time, rotation under certain speed increases the turbulence level of current, for flocculation provides suitable hydraulics, be conducive to the generation of flco.The lower position of described water outlet 1 between flocculation basin unit 1 and unit 22, water outlet 25 is upper position between flocculation unit 22 and unit 33, water eddy flow from water outlet 1 enters makes progress, the alumen ustum that flocculation generates is gone up below the body of pond, when fine particle passes through the larger particles alumen ustum, effect due to the contact cohesion, easily be adsorbed, water outlet 36 is lower position between unit 33 and flocculation water outlet solarization air cell 8, it is the passage that waste water enters flocculation water outlet solarization air cell, three water outlets just are interspersed successively, current flow through the complications of three unit, increase Suspended Matter in Water and contact-impact number of times and the effective collision number of times of particle in flocculation process, its flocs unit is increased, reach flocculating effect preferably.Described flocculation water outlet solarization air cell 8 is in close proximity to the flocculation basin unit, for receiving the flocculation sewage flowed out from the flocculation basin unit, the one side water outlet training wall 10 that is set to flocculate of flocculation water outlet solarization air cell 8, be uniformly distributed water conservancy diversion porthole 11 on training wall, aeration tube 9 is installed on flocculation water outlet solarization air cell 8, runs through this solarization air cell's bottom centre position, so that the water body aeration is even, the mud that prevents from flocculating forms deposition in the intensive precipitation of solarization air cell, avoids causing water conservancy diversion porthole 11 to stop up.The flocculation water outlet enters the settling tank sludge settling that will flocculate after water conservancy diversion porthole water distribution uniformity, better to the flocculation sediment effect of waste water.
Claims (5)
1. an Industrial Wastewater Treatment flocculation deposition apparatus, comprise flocculation basin and settling tank, it is characterized in that: this flocculation basin comprises water outlet solarization air cell, at least three flocculation basin unit, described flocculation basin unit is connected successively, in each flocculation basin unit, agitator all is installed, and each flocculation basin unit is provided with corresponding water outlet/water-in, each flocculation basin unit so that pending trade effluent is flowed through successively, described water outlet solarization air cell is in close proximity to described flocculation basin unit, for receiving the flocculation sewage flowed out from the flocculation basin unit, one side of this water outlet solarization air cell water outlet training wall that is set to flocculate.
2. according to device described in claim 1, it is characterized in that: described flocculation basin unit volume equates.
3. according to device described in claim 1, it is characterized in that: described agitator consists of the stirring rake of motor and equidistant distribution on axle.
4. according to device described in claim 1, it is characterized in that: described each water outlet/water-in is arranged at bottom or the top of each flocculation basin unit accordingly, and height is interspersed successively.
5. according to device described in claim 1, it is characterized in that: there is aeration tube at described water outlet solarization air cell center, runs through this solarization air cell bottom.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201320447096.7U CN203382597U (en) | 2013-07-25 | 2013-07-25 | Industrial wastewater treatment flocculation and sedimentation device |
Applications Claiming Priority (1)
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CN201320447096.7U CN203382597U (en) | 2013-07-25 | 2013-07-25 | Industrial wastewater treatment flocculation and sedimentation device |
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CN203382597U true CN203382597U (en) | 2014-01-08 |
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CN201320447096.7U Expired - Fee Related CN203382597U (en) | 2013-07-25 | 2013-07-25 | Industrial wastewater treatment flocculation and sedimentation device |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104386808A (en) * | 2014-11-28 | 2015-03-04 | 武汉理工大学 | Intensified flocculation-aerobic nitrification treatment system aiming at low-ammonia nitrogen water source |
CN105236542A (en) * | 2015-11-20 | 2016-01-13 | 铁道第三勘察设计院集团有限公司 | Aeration flocculation water treating device |
-
2013
- 2013-07-25 CN CN201320447096.7U patent/CN203382597U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104386808A (en) * | 2014-11-28 | 2015-03-04 | 武汉理工大学 | Intensified flocculation-aerobic nitrification treatment system aiming at low-ammonia nitrogen water source |
CN105236542A (en) * | 2015-11-20 | 2016-01-13 | 铁道第三勘察设计院集团有限公司 | Aeration flocculation water treating device |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C56 | Change in the name or address of the patentee | ||
CP01 | Change in the name or title of a patent holder |
Address after: Kaifeng City yuwangtai District 475000 Henan Fine Chemical Industry Park Patentee after: HENAN XINDAXIN MATERIALS CO., LTD. Address before: Kaifeng City yuwangtai District 475000 Henan Fine Chemical Industry Park Patentee before: Henan Xindaxin Materials Co., Ltd. |
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CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140108 Termination date: 20190725 |
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CF01 | Termination of patent right due to non-payment of annual fee |